Estimate for Concrete Lining of Madheke Minor RD 0 - 12650

Amount

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge up to 1.50 cumecs including boundary road

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Earthwork for compaction in 20 cm layers and dressing. Extra for watering the earth. Extra for rolling to specifications.

Dressing of earthwork.New work or remodeling work

Excavation of soil using hydraulic excavator and tippers i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads excluding royality (Rural)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

Dag belling single Kassi stroke minimum 7.5 cm depth.

Putting 1:3 (Cemeny:Water) cement slurry with cement @ 2.25 kg/sqms as on prepared bed & side slopes before laying concrete on bed & side slopes.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Filling Contraction/Construction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm

Polythene films/sheet of 100,125,150,200,250 microns

Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' upto 0.50 m (including excavation, refilling, consolidation and dressing) .

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' upto 0.50 m

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' upto 0.50 m.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

CC 1:4:8 with Stone aggregates 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects

RCC M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetering and shuttering in superstructure

C. Conc. 1:3:6 mixing by mechanical means using concrete mixer volumetric type

C. Conc. 1:2:4 mixing by mechanical means using concrete mixer volumetric type

Painting distance marks with synthetic enamel paint two coat work for Distributaries

Dismantling brick work, tile masonry or tile lining .in cement

Preparing, watering & ramming surface of laying concrete (horizontal).

Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil.Depth 0 m to 3 m.

Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.

Plain/RCC in sub structurecomplete as per drawing and technical Specifications. RCC Grade M20. Height upto 5m with batching plant, transit mixer and concrete pump

Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, transit mixer and concrete pump

Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

BALRAJ SINGH CONTRACTOR (BID ID -619026)